-0
E
m
w
SUMMARY OF
TEST
RESULTS
Galveston District, Corps of Engineers
Delivery Order No. 0016
Brazos Island Harbor
BrownsvilLe Ship ChanneL
:::::~= =::::::-===:~~~:==,================:~:~~~=:~~::~~~:~:~:~====================
::::'F===:::=
~::::=j=::=-F=::=-==:~== =:=:~::~~~~~::~~~:~==ll=:~~;:l:~~::
90-68
lQ
3-5
Stiff brown CLAY w/ fe stains
CH
37
90-68
2Q
5-7
Stiff brown CLAY
wI
si
pc~ts
&fe stns
90-68
3Q
7-9
tl
0"
gray
CLAY wi
few sand pockets
90-68
4Q
9-11
If
i rm ot lve gray CLAY
90-68
5Q
11-13
,
~y
stiff brown CLAY
wI
ferrous nodules
90-68
6Q
13-15
~iff
brown and gray CLAY
wI
few sand pockets
90-68
7Q
I
15-17
Stiff brown CLAY
wI
calc nodules
90-68
8Q
17-19
v
)/.
y stiff brown CLAY
wI
sa
sms
&
calc nods
90-68
9J
19_5-21
1
,,
!t
'
iff
ol gray and tan CLAYEY SAND
w/cl
pckts & calc nods
90-68
10Q
22-24
S
iff
greenish gray and tan cCArEY SAND
,
24-25
,S
'
~
90-68
11J
Very
stiff
gray &red SANOY CLAY w/eatc deps &fe stns
90-68
12Q
26_5-28-5
Very stiff red SANDY CLAY wI calc nods &fe
stns
90-69
1J
3-5
Stiff tan SANDY CLAY
wI
sa
sms &fe stns
90-69
2J
5_5-7
Gray and tan CLAYEY SAND w/ct sms &calc deps
l....,~
90-69
3J
10_5-12
Brown CLAY
wI
sa sms,
fe stns &calc nods
90-69
4J
15.5-17
Brown CLAY
wI
silty clay
seams
90-69
5J
205-22
Soft gray CLAY
wI
si pckt
s
, fe stns &calc deps
90-69
6Q
25-27
Stiff gray and red CLAY
wI
fe stns &calc nods
90-69
7Q
27-29
Gray CLAY
wIfe
stains and calc deposits
90-69
8Q
29-31
Very
stiff
red CLAY
wI
calc deps &fe stns
CH
38
CH
49
72
64
CH
42
CH
34
CH
31
93
63
CH
33
CH
33
SC
21
SC
18
111
C
L
17
CL
17
37
CL
19
SC
25
CH
28